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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/(8)8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH ENO OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />It <br />SIMPSON SPH4/SPH6 BTM. <br />WOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=V-0' <br />#8 WOOD SCREWS <br />STAGGERED 3" SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.1A <br />8" CMU WALL <br />REINF. PER PLAN �X 6' TAPCONS <br />J'1 <br />PER ELEVATION 1- z <br />WOIST (SEE <br />N o z FRAMING PLAN) <br />PER ELEVATION <br />2X4 P.T. CEILING +-{ 24" MAX, <br />NAILER W/ <br />MASONRY NAILS <br />M <br />1Z O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />SCALE <br />#8 WOOD SCREWS <br />x 7' LONG ® 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />o WOIST (SEE <br />z o z FRAMING PLAN) <br />PER ELEVATION <br />(2) 2c4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />@ 17' O.C. /y <br />1X2 FIRE -STOP .�. <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />w TO BEARING ON EXTERIOR WALL <br />�4 SCALE: 3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT 0 <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER EL VATION J!", loll I <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/7' DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4X6 SYP NO, 2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2X8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's W O.C. MAX <br />GALV. NAILS EA. STRAP 2X4 OR 2X6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />• O• <br />"O' <br />SIMPSON SPH4 OR SPH6 STM 1/1" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1Q" COMMON NAILS SECURE 8T. PLATE TO SLAB W/ <br />CONT. 2X4 SECURED W/ (2)10d's (� EACH <br />FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' <br />R SE STRENGTH <br />10tlx3" WASHERS2"EMB <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. <br />EPDXY EMBED. MIN. N 16' <br />EMBED. <br />1\��TRUSS/WOOD <br />10a 10b 1 0C. <br />OC MAX. <br />SCALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />%GABLE TRUSS @ CMU WALL <br />O SCALE: 3/4"=1'-0' <br />e <br />A-SIMPSON MTS-12 U - 990 LBS W/ (14) 10d GALV. NAILS. <br />-• # <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3'S05, (1) 518 ° A.T.R. TO HDU4 AND (10)1/4" X 2 1/7' SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />PoBT TO SLAB CONNECTION <br />SIMPSON ASU44Z POST BASE <1_1:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 CA 0,335 W/ 518 DIA x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ SM' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-10 NAIL5 TO POST, <br />1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />wwwAbdesigngmup.com <br />AA #: 0003325 <br />b <br />9 <br />$ <br />=o <br />0 <br />n <br />a <br />sUBDIV. ee X.OT <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />D TE 10/28/21 <br />SCALE: 1/4"=1'-0" <br />8*mET <br />S3.1B <br />